HomeMy WebLinkAboutREVISOIN - BUILDING SITE PLANSY
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TRENCH DRAIN- = I rJ 15. ,
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-5.00 SEE PLUMBING �• VALVE FORCE
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it
O.00 ASSUMED I J SHEET M I .G BE REMO D
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SUNSHINE BLVD.
SITE PLAN - UTILITIES/EXFILTRATION
C7 Scale: I " = 40 ft
70
■■'RONfP/0 MR
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Zoning CG
Land Use
GE SIGN 30' HT11
15'HX ICOW- SO..FT_3
F.L.P.
(120' RIM (65'
'F.E. I
I.R.
0.22'
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CARS SIGN 30 HT. 5-4 5 I O
AG.'HXG'WC3'X.1O'.-GGSO..FT.-� _
4" GATE VALVE 4' FORCE MAIN
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0
WATER METERED
ATER
f3ACKFLOW t
ENTER C' SECTION I
VEWWRCE MAIN
LANDSCAPE LEGEND
Perimeter Trees:
0 20 Live Oak, 12' Ht., 2.5" Cal.
0 20 Laurel Oak, 12' Ht., 2.5" Cal.
0 22 Slash Pine, 12' Ht., 2.5" Cal,
18 Magnolia, 12' Ht., 2.5" Cal.
Interior Trees:
30 East Palatka Holly, 12' Ht., 2.5" Cal.
32 Tree Ligustrum, 12' Ht., Multi -Trunk
11 Buttonwood, 12' Ht., 2.5" Cal.
Palm Trees:
}, 5abal Palm, I O' CT
ac000000o 1 GG2 Hedge:
Viburnum obovatum, 3 Gal., 24" Ht.
Viburnum suspensum, 3 Gal., 24" Ht.
Orange Jasmine, 3 Gal., 24' Ht.
Mitigation Data:
Total Caliper Inches Removed: I G2 inches
Total Mitigation Required: (I G2 x 2) 324 inches
Total Caliper Inches Preserved: 358 inches
Credits for Trees Preserved: (358 x 2) 71 G inches
Additional Mitigation required: (71 G - 324) 0 inches
Notes:
Construction will begin once permit is issued
and completed within G months.
A St. Lucie County Stormwater Permit is required
for the this project per Section 7.07.04 of the
SLC Land Development Code.
Landscape areas will receive 100°% irrigation
coverage.
Non -Cypress mulch will be used.
FILE- 11-IOPY
J"
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Building Tabulations
Main Buildmg I st Level
23,858 sq. ft.
2nd Level
13,025 sq. ft.
Service Bays
17,259 sq. ft.
Body Shop
I G,085 sq. ft.
3
Drive Through
3,954 sq. ft.
Car Wash
1,500 sq. ft.
Total Buildings on Site
74,181 sq. ft.
Max Height
32.0'
F.F.E.
1 7'
Type of Construction
Type IV NC
Zoning
CG
Land Use
COM
Front Setback
25'
Rear Setback
20
Side Setback
10
Parkmg Required
370
5 spaces per 1000 sf
Parking Provided
4G8
Vehicular Use Area
237,550 sq. ft.
Landscape Requirements:
Vehicular Use Area along Property Lines
I G3 I Linear Feet along Property Line
I G31 x 10 = I G,310 sq. ft. required Landscape Area
1348 / 30 = 54 Trees Required
Vehicular Use Area along Right of Way
5G8 Linear Feet along Right of Way
5G8 x 15 = 8520 sq. ft. required landscape Area
5G8 / 30 = 19 Trees Required
Interior Vehicular Use Area
237,550 sq. ft. total Vehicular Use Area
237,550 / 18 = 13,197 sq. ft. required Landscape
Area
13,197 / 180 = 73 Trees Required
Total Landscape Area Required = 38,027 sq. ft.
Total Trees Required = 14G
Trees Provided = 153 Canopy Trees
ST. LUCIE COUNTY
PLAN REVIEW
BLDG* C®
DATE:
ELEC:
DATE:
PLUMB:
DATE: UI
MECH. Z
DATE: '
Z
DETAIL TRAN5FERRED TO DRAWING SHEET C 10 LL
H
TYPICAL EXFILTRATION TRENCH Applicant: MLF Properties L.L.C. J
N.T.S. 4815 5. Federal Highway
Fort Pierce, FL 34982
1
Landscape Architect: - Greg Boggs, RLA Co
Surveyor: Laventure # Associates Q
1840 SE Port 5t, Lucie Blvd
Port St Lucie, FL 34952
TH15 SITE FALLS WITHIN FLOOD ZONE 11XI'
LEGAL DESCRIPTION:
THE NE 1/4 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 10 TOWNSHIP 3G SOUTH,
RANGE 40 EAST, EXCEPTING THEREFROM ALL RIGHT OF WAY FOR DRAINAGE AND PUBLIC ROADS.
REVISIONS
I.
4
SILTPENCEADDED
5/16/06
3.
CONT, mucr c rurmoV8
FORCE MAIN ADDED.
WATER LINRS ADDED.
9/1/06
ELECT.,&TEL, LINES ADDB
EXPILTRATIONTRENCH
DETAIL REMOVED,
.
CMU WALL ADDEDTO REAR
PROPERTY LINE.
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PROJECT 905-03
SHEET k
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DRAWN EIM Q. M"L
CHECKEDBY� P.W.
51TE PLAN - FIN15t1ED GRADES
C8 / Scale: I " - 40 ft
GENERAL NOTES:
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING
CODES AND THE APPROPRIATE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION,
UNLE55 AUTHORISED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY OFF SITE DAMAGE RESULTING FROM THEIR OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE 51TE PRIOR TO OPERATIONS
TO DETERMINE OM15510N5 UNDERGROUND UTILITIES OR OTHER ITEMS WHICH WOULD AFFECT
THE INSTALLATION OF PAVING AND DRAINAGE.
SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED
DURING CONSTRUCTION, IMMEDIATELY CONSULT THE ENGINEER FOR DIRECTIONS.
REPAIR DAMAGED ITEMS TO THE SATISFACTION OF THE UTILITY OWNER AND THE ENGINEER.
3. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL PRIOR TO ANY
CONSTRUCTION ACTIVITY. BLACK PLASTIC SILT FENCE SHALL BE INSTALLED FOR THE ENTIRE
SITE PERIMETER. BURY FENCE MINIMUM 4" INTO GROUND WITH 4" "0 TURN BACK INTO SITE,
SILT FENCE SHALL BE MAINTAINED AND REMAIN IN PLACE UNTILL SODDING OPERATIONS HAVE
BEEN COMPLETED.
4. IF HARDPAN OR MUCK 15 ENCOUNTERED, IT SHALL BE REMOVED AND REPLACED WITH
GRANULAR FILL COMPACTED TO SUFFICIENT DENSITIES TO ACCOMODATE THE INTENDED USE.
5. NO SLOPE SHALL EXCEED A VERTICAL RISE OF MORE THAN ONE FOOT IN FOUR FEET HORIZONTAL.
G. THE CONTRACTOR SHALL CONSTRUCT THE PAVEMENT IN ACCORDANCE WITH THE F.D.O.T.
STANDARD 5PECIFICATION5 AND TYPICAL SECTIONS SHOWN ON THESE DRAWINGS.
PAVEMENT JOINTS SHALL CONFORM TO ACCEPTABLE CONSTRUCTION METHODS. TRANSVERSE,
LONGITUDINAL, CONSTRUCTION, CONTRACTION AND EXPANSION JOINTS TO BE PROVIDED IN
ACCORDANCE WITH SECTION 350 OF THE F.D.O.T. SPECIFICATIONS OR AS RECOMMENDED BY
THE AMERICAN CONCRETE PAVING A550CIATION OUTLINED IN THE MUNICIPAL CONCRETE
PAVEMENT MANUAL. CONCRETE SHALL BE 3,000 PSI.
7. AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
8. AS BUILT SURVEY SHALL BE PROVIDED TO THE ENGINEER.
9. SEE SURVEY BY LAVENTURE ANDA55QCIATES FOREXI 'STING, BOUNDARY AND TOPOGRAPHICAL
INFORMATION. NATIONAL GEQDETIC VER'MCAL DATUM (1929)
5-1 • ._ CATCH BASIN
PROP05ED ELEVATION
�S Q' EX15TING ELEVATION
SILT FENCE (EROSION AND SEDIMENT CONTROL) - PER NOTE #3 ABOVE.
EXACT LOCATION ON THE SITE TO BE DICTATED BY CONDITIONS - FOR
MA7wIUM PROTECTION.
PIPE TYPE AND IDENTIFIER (SP = SOLID PIPE.
10/8 = BETWEEN CATCH BASINS 5-10 AND 5-8)
LENGTH OF PIPE BETWEEN CATCH BASINS
SOLID 15" DIA. ALUMINUM PIPE.
3GO DEGREE PERFORATED 15" DIA. ALUMINUM PIPE.
LENGTH OF PIPE BETWEEN CATCH BASINS
PIPE TYPE AND IDENTIFIER (EP = PERFORATED EXFILTRATION PIPE.
5/20 = BETWEEN CATCH BASINS 5-5 AND 5-20)
EX URATION
PIPES
TOTAL EXFILTRAT101
IDENTIFIER
LENGTH FEET
IDENTIFIER
LENGTH FEET
e
PIPE LENGTH
NGTH
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REVISIONS
I.
2'
EE.T PENCE ADDED
BX.FR.TIDENT8+I6D
5/16/06
3'
P�ORCtI MAIN ADDED MOVED
WATER LRJ85 AD08D.
9/1/06
ELECE, R. TEL. LINES ADDED
REAR SCREEN FENCE ADDE
cm
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3/27/06
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PRO]ECT
0.0.5-03
SFffiT
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CO
DRAWN
CHECBEDEY:
BY- O. WL.
P.W.
16.00 — -
14.00
12.00
10.00
8.00
6.00
4.00
2.Oa
o.w
393+00
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PROPOSED 2" GAS M
BY RE
FINAL LOCATION AND DEE
A BY F.I
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8" DIA., WATER
395+00
VL
a-
396+00
397+00
4" FORCE MAIN - DIRECTIONAL BORE 780' (HORIZONTAL COMPONENT) THIS SECTION
TOTAL DIRECTIONAL BORE 1,180'
FORCE MAIN UTILITY - PROFILE HORIZONTAL DISTANCE
HOR. 1:480/ VER. 1:48
t
398+00
NEW 4" FORCE
TOP EL. 4.00
8" DIA., WATER
PER 6/23/06 MEMO BY BILL KYZER
1. FORCE MAIN VERTICAL LOCATION ADJUSTED.
2. TELEPHONE CABLES ADDED.
3. GAS LOB ION RELAvIINARY FROM F.P.U.)
4. ELEGT. ONSS4ASIDE IDE�IED�
LOCATIONS FOR 100 AND 400 PAIR Q PER FDOT REQUEST:
BT CABLES.
CONTRACTOR SHALL 1. FORCE MAIN VERTICAL LOCATION ADJUSTED.
LOCATE AND RECEIVE ASSISTANCE 2. FORCE MAIN EAST/WEST POSITION ALIGNED
FROM THE TELEPHONE UTILITY AS WITH EXISTING FORCE MAIN.
NECESSARY, AT THE TIME OF INSTALATION,
TO MAINTAIN 12" MIINIMUM SEPARATION
FROM THE FORCE MAIN.
EXIST., GATE VALVE
401+00
4" FORCE MAIN
393+00
394+00
EX15TING GRADE
CONTRACTOR WILL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL EXISTING PIPES AND UTILITIES
PRIOR TO INSTALLATION OF FORCE MAIN.
DISCREPENCIES SHALL BE IMMEDIATELY REPORTED TO
OMEGA PRODUCTIONS FOR RESOLUTION OF CONFLICTS.
CONTRACTOR WILL PROTECT ALL UTILITIES FOR THE
DURATION OF THE INSTALLATION
i
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FILE COPY
NEW 4" FORCE MAIN CONTINUING AND ALIGNED WITH EXISTING
FORCE MAIL FROM STATION MARKER 480 + 80 ON EAST
51DE OF 5. U.S. 1, SOUTH, TO 5TATION MARKER 390 + 00
ON EAST 51DE OF S. U.5. 1.
THEN EXTENDING FROM EA5T TO WEST WITH 2" FORCE
MAIN (DIRECTIONAL BORE UNDER 5. U.5. 1)
TO:
CHARLIE5 DODGE
5851 SOUTH U.S. I
FORT PIERCE, FLORIDA.
WIRE BOXE5 EVERY 1000`
m
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8aYL49NS
1.
6/30/06
2.
7/31/06
3.
4.
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6.
7.
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9.
10.
11.
12.
3/30/06
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PROECT
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DRAWN
CHECKED
BY: O. M"L.
BY, P.W.
S.R.6 (U.S. 1)
I
wiIAS
12.0
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PER 6123/06 MEMO BY BILL KYZER
1. FORCE MAIN VERTICAL LOCATION ADJUSTED.
2. TELEPHONE CABLES ADDED.
3. GASO]LOOI� PE��YFROM P.P.U.)
4. ELE ? .0
N eggs, SIDE D IED.
Q2 PER FDOT REQUEST:
1. FORCE MAIN VERTICAL LOCATION ADJUSTED.
2. FORCE MAIN EAST/WEST POSITION ALIGNED
WITH EXISTING FORCE MAIN.
CONTRACTOR WILL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL EXISTING PIPES AND UTILITIES
PRIOR TO INSTALLATION OF FORCE MAIN.
DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO
OMEGA PRODUCTIONS FOR RESOLUTION OF CONFLICTS.
CONTRACTOR WILL PROTECT ALL UTILITIES FOR THE
DURATION OF THE INSTALLATION
CONTRACTOR SHALL LOCATE AND LOCATION FOR 25 PAIR BT CABLES.
RECEIVE ASSISTANCE FROM THE CONTRACTOR SHALL
UTILITY, AS NECESSARY LOCATE AND RECEIVE ASSISTANCE
1 AT THE TIME OF INSTALLATION, FROM THE TELEPHONE UTILITY AS
TO MAINTAIN MINIMUM SEPARATION NECESSARY, AT THE TIME OF INSTALLATION,
FROM THE 2" FORCE MAIN ON THE WEST TO MAINTAIN 12" MINIMUM SEPARATION
SIDE OF U.S.1 C FROM THE FORCE MAIN.
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FROM WEST
51DE U.5.1
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8' DIA., WATER
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WATER AAAIIN
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15 190
2 FORCE MAIN UTILITY - PROFILE
C9.2 HOR. 1:480/ VER, 1:48
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DECELERATION LANE
CONST. 12" PVC WATER MAIN
" PVC WATERAAA
384
ass
Sae
ORTH/5 UTH 1 /4 5ECTION
U.S. HIGHWAY
NO,
8" WATER MAIN
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8.701
SIGN
PARKING
i ) FORCE MAIN UTILITY - PART PLAN (384+00 TO
9.2) Scale: V = 40 ft
390+00
4" PLUG
4' GATE VALVE
NEW 2'
FORCE MAIN
FROM LIFT STATION
CHECK VALVE
GATE VALV
............
�.�78'RCP 4�� -•
K;
J
392+00 393+00 394+1
4" FORCE MAIN - DIRECTIONAL BORE O
400' HORIZONTAL COMPONENT THIS SECTION
TOTAL DIRECTIONAL BORE 1,190' Q
HORIZONTAL DISTANCE D
W Z
Z
I J — Z
8" FIRE SERVICE U U 0
2" DOMESTIC LLJ
WATER METER/BACKPLOW PKEVENTER A55EMBLY Q LL•1 Q
,,FIRE SERVICE WITH DOMESTIC SUPPLY 0 LL
(15TING GRADE
SEE DRAWING M 1.3 FORDETAILS
PROPOSED
80 PVC WATER MAIN •
WATER MAIN FINAL LOCATION AND DEBTH
e
393 1 I 1 39I 12" PVC WATER MAIN
iPE 8" WATER MAIN
90 LF OF 8" HDPE
BY DIRECTIONAL BORE
1. , '. 1, K �• yL � ;. •
• I" I Ili_ 1 ,m m_ 8 i' 1
NEW 4" FORCE MAIN CONTINUING EXISTING
_ FORCE MAIL FROM STATION MARKER 460 + 50 ON EAST
—�- SIDE OF S. U.S. 1, SOUTH, TO STATION MARKER 390 + 00
ON EAST 510E OF 5. U.S. 1.
THEN EXTENDING FROM EAST TO WEST WITH 2" FORCE
MAIN (DIRECTIONAL BORE UNDER 5. U.S. 1)
WIRE BOXES EVERY 1 ,000'
TO:
CHARLIE5 DODGE
5851 SOUTH U.9, I
FORT PIERCE, FLORIDA.
BBUL310Na
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6/30/06
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7/31/06
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PR083CT
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sue:
C9.2
DRAWNBY•G
CHEi
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BY, P.W.
8
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FIRST FLOOR PLAN
Scale: 1/16" =1'-0"
19 BATT INSULATION
SUSPENDED ACOUST. TILE CEILING ENTIRE STRUCTURE EQUIPPED
WITH AN AUTOMATIC FIRE
5UPPRE5510N 5Y5TEM
TWO LAYERS EACH SIDE
5/8" FIRECODE GYP. BD.
22 GAUGE 6" MTL STUDS
Q 24" O.C. W/ BATT
INSUL. (2 HR. FIRE
BASE
TWO HOUR RATED PARTITION
ZE5T PER UL DES U41 I or U4 19
3 PARTITION TYPE "A" - FROM SHEET A7.1
� F1 Scale: 1/2" =1'-0"
SUSPENDED ACOUST.
4TILE CEILI G
8" CONC., BLOCK WALL.
5/8" GYP., B'D., ON 7/8"
FURRING (a� 24" O/C.
PARTITION TYPE "E I "
15 8" BLOCK WALL ONLY
PER FLORIDA BUILDING CODE
TABLE 720.10
THIS CONSTRUCTION SATISFIES
THE REQUIREMENTS FOR UP TO
A FOUR HOUR PARTITION.
PARTITION TYPE "E" & "E1" - FROM SHEET AT
Scale: 1/2" =1'-O"
THESE PLANS AND ALL PROPOSED WORK
ARE SJjBJECT TO ANY CDRR TISS
REQUIRM BY FIELD INSPF slA .T
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HOUR
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DOOR A55EMBLY
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STUD WALLWITH
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2.3
EACH 51DE
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MEZZANINE FLOOR PLAN
Scale: 1/16' =1'-0"
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REVISIONS
2.
3.
4.
6.
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7.
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11.
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SHEET 9.
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DRAWN SV; Q. bd&
CHECKED BY:
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CHAIN LINK FENCE
H EET A2.4 FOR CONTINUATION OF TH 15 DRAWING
MATCH LINE
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3'-2"
12'-O"
2'
121-9 A7.2
31-V
10, -o'
a'-4"
l o'-o"
a'
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1 a-o'
a' -a"
2' NDERGROUND
PV SIEEVE
PO AIR LINE
TO AR WASH BLDG.
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PART ROOM AND FINISH SCHEDULE
ROOM No.
ROOM NAME.
FLOOR,
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REVISION
THESE PLANS AND ALL PROPOSED WORK
i� ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
k MAYBE NECESSARY IN ORDER TO-1
COMPLY WITH ALL APPLICABLE CODES.
FILE COPY
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CEXISTING
COMMERCIAL
BUILDING
5851 S, US HIGHWAY 1
SITE PLAN
N. T. S.
PROJECT:
PROJECT:
CHARS E S
5851
S.
US HIGHWAY
1
FORT
PIERCE,FL.
34982
LOCATION MAP
N.T.S.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS w
REQUIRED BY FIELD INSPECTORS THAT:
is MAYBE NECESSARY IN ORDER To
COMPLY WITH ALL APPLICABLE CODW,
ENGINEER:
MOLYET ENGINEERING LLC-P.E.041509
CERTIFICATE AUTHORIZATIO LLC-9855
MECANICAL CONTRACTOR:
HMR FABRICATION, INC.- CSC-056670
FIRE PROTECTION:
BY OTHERS
ELECTRICAL:
BY OTHERS
GAS:
BY OTHERS
PROJECT:
CHARLIE'S DODGE
5851
S.
US HIGHWAY
1
FORT
PIERCE,FL.
34982
I "L A Fill
FABRICATIONJNC.
MANUFACTURE OF CUSTOM SPRAY BOOTHS
PHONE (386) 749-9307 FAX (386) 749-9729
"r SITE PLAN
1-271 DS271412FD
1-271 EXPERT BOOTH
1-121 MIXING ROOM
-111 OPEN FACE BOOT
N. T. S. I SHEET 1 OF 10
BT RECIRCULATION FIELD WIRING /CONTROL (EM)
INTERNAL CONTROL PANEL COMPONENTS
B9 - NEGATIVE PRESSURE SWITCH
KMS - INTAKE MOTOR CONTACTOR
KMS - EXHAUST MOTOR CONTACTOR
KM1 - LIGHTING CONTACTOR
KM2 - BURNER CONTACTOR
F3 - INTAKE FAN MOTOR CIRCUIT BREAKER
F4 - EXHAUST FAN MOTOR CIRCUIT BREAKER
F1 - LIGHTING CIRCUIT BREAKER
EM CONTROL PANEL COVER COMPONENTS
H1 - POWER ON
H3 - OVEN CYCLE LAMP
H4 - FAN CUT-OFF
H5 - BURNER CUT-OFF LAMP
H6 - SPRAY CYCLE LAMP
HSP - MAIN SWITCH WITH DOOR LOCK
S3 - LIGHTING SWITCH
S4 - BURNER SWITCH
S5 - SPRAY GUNS CYCLE SELECTOR
S7 - START KEY
S8 - EMERGENCY BUTTON
S15 - PRESSURE REGULATOR SWICTH
EM INTERNAL COMPONENTS
=: �iiiiidiiiiiliiiiim
BURNER TERMINAL STRIP Igp
EM CONTROL PANEL COVER
0
0
00
00000
S7 S15 Hi S3 S4 IBP
0
s6
SYMBOL DESCRIPTION
S12 - DOOR INTERLOCK SWITCH
S13 - DOOR INTERLOCK SWITCH
X1 - LIGHT INTERLOCK SWITCH
Y1 - DAMPER SOLENOID
Y2 - SPRAYGUN SOLENOID
S - BOOTH BALANCING DAMPER MOTOR
EM TERMINAL STRIP FIELD WIRING
* SEE NOTE /{ 2
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00
BOOTH
LIGHTING
NOTES:
1 ) DOOR INTERLOCK SWITCHES ARE
AN OPTIONAL FEATURE.
2 ) SECOND DAMPER SOLENOID IS ONLY
USED IN PYRAMID TYPE APPLICATIONS.
24V SUPPLY SEE POWER CURCUIT
B7
- HIGH LIMIT
B9
- NEGATIVE PRESSURE SW
F3 -
M3 PROTECTION
F4 -
M6 PROTECTION
F8 -
24V SUPPLY FUSE
F12 -
DAMPER VALVE FUSE
F13 -
SPRAYGUN VALVE FUSE
F14 -
PRESSURE REGULATOR F
F17 -
GAS TRAIN FUSE
H1 -
POWER "ON" LIGHT
H3
- OVEN CYCLE LIGHT
H4
- FAN CUT OFF- LIGHT
H6
- BURNER CUT-OFF LIGH1
KM1
- LIGHTING RELAY
KM2
- BURNER RELAY
KM3
- M3 RELAY
KM6
- M6 RELAY
M2
- PRESSURE REGULATOR
M3
- INTAKE MOTOR
M6
- EXHAUST MOTOR
S3
- LIGHT SWITCH
S4
- BURNER SWITCH
S5
- SPRAY -DRY CYCLE SWI1
S7
- KEY START SWITCH
S8
- EMERGENCY STOP SWITC
S15 -
PRESSURE REGULATOR
Y1 -
DAMPER ELECTROVALVE
Y2
- SPRAYGUN ELECTROVAL`
F8 4A
21 2
EM - 2 MOTOR GROUP
L1 Ll ELECTRICAL SUPPLY
110V/tph/30A L2 Lzm L2 L2
208/230/460V R R
t—j
3ph/60A S S
T T
60A DOOR LOCK
SYMBOL DESCRIPTION
F1
- LIGHTING PROTECTION
F3
- INTAKE MOTOR PROTECTION
F6
- EXHAUST MOTOR PROTECTION
F7
- TRANSFORMER PROTECTION
KM1
- LIGHTING CONTACTOR
KM2
- BURNER CONTACTOR
KM3
- INTAKE FAN CONTACTOR
KMS
- EXHAUST FAN CONTACTOR
T -
STEP-DOWN TRANSFOMER
TADI C' 9
10 hp GV2 M32 24-32A
7.5 hp GV2 M22 20-25A
5 hp GV2 M20 13-18A
F1
THREE -POLE
CIRCUIT BREAKER
GV2 M22
20-25A o 0 0
f3
LIGHTING
C3
F
THREE -POLE
CIRCUIT BREAKEI
GV2 M32
KM2 24-32A
KM3
INTAKE FAN
MOTOR
10 hp
00 00
o O 0 11
F4
THREE -POLE
CIRCUIT BREAKER
GV2 M32
24-32A o.o.o KM6
5
M
EXHAUST FAN
MOTOR
10, 7. 5, 6hp
T
4V
21
r•�
Ln
rn
ZOL
AINAL
11 14
13 14 15
EM - 2 MOTOR GROUP C F V
FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
': MAYBE NECESSARY IN ORDER TO .
COMPLY WITH ALL APPLICABLE CODES,
ENGINEER:
MOLYET ENGINEERING LLC-P.E.041509
CERTIFICATE AUTHORIZATIO LLC-9855
HT
ENE
FABRICATION, INC.
MANUFACTURE OF CUSTOM SPRAY BOOTHS
PHONE (386) 749-9307 FAX (386) 749-9729
ELECTRICAL
SCHEMATIC
271 EXPERT
DOWN DRkF� OOTH
N.T.S.
8 OF 10